WQ0039163_Regional Office Historical File Pre 2018

Water Resources
Environmental Quadit3
May 17, 2017
Mr. Cisco Garcia, V.P. of Land Development
Pulte Home Company, LLC
11121 Carmel Commons Blvd., Suite 450
Charlotte, NC 28226
Subject: Permit No. WQ0039163
Pulte Home Company, LLC
Central Point
Wastewater Collection Syst
Mecklenburg County
Dear Mr. Garcia:
Y COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMM.ERMAN
Director
Extension Permit
In accordance with your application received April 18, 2017, and additional information received May 11,
2017, we are forwarding herewith Permit No. WQ0039163 dated May 17, 2017, to Pulte Home Company,
LLC (Permittee) for the construction and operation upon certification of the subject wastewater collection
system extension. This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be considered a part
of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit
Condition 11.1: This permit shall not be automatically transferable, a request must be made and
approved.
Condition 11,4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or Iimitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 15013 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
..'Nothing Compares .
State of` North Carolina I Environmental Quality I Water Resources Water Quality Regional 7peratians
Mooresville Regional Office 1 610 East Center ,Avenue, Suite 301 I Mooresville, North Carolina 281 i 5
7044-663-1 699

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Pulte Home Company, LLC
Mecklenburg County
for the construction and operation of approximately 2,240 linear feet of 8-inch gravity sewer to serve the
Central Point project, and the discharge of 23,940 gallons per day of collected domestic wastewater into
the Charlotte Water existing sewerage system, pursuant to the application received April 18, 2017, and
additional information received May 11, 2017 and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12,1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall, be effective from the date of issuance until rescinded and shall be subject to the specified
con i ti s li itations contained therein.
V4
FA, by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039163
Permit Issued: May 17, 2017
3

Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
- - the Fast -Track Permitting of Pump; Stations and Force Mains adopted -June 1, 2000, as applicable; arid"'
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. Ilan individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b, A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
5

the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up- or annotated with after-con`struction Information and show required buffers, -
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design' Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the. licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
7

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Pulte Home Company, LLC
WQ0039163
Central Point
May 17, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a dill/ registered Professional En ineer in the State of North Carolina,
having been authorized to observe (_ periodically, ❑ weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as,applicable; and other supporting materials.
North Carolina Professional. Engineer's Seal .w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. I-tl(bb391(43
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 3rd day of
April, 2017 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Pulte Home Company, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH: -
1. The DEVELOPER is the owner of the certain Iands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Central Point (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of fling of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with Iaw and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 08-13 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection -and dispbsal-5ystem as a common element'which will receive the highest pribrity for'
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association_
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
S. Jay Zimmerman, P.G.
Director, Division of Water Resources
s cA
(Date)
Pulte Home Company, LLC
Name of DEVELOPER
Bv:i=
(Signature)
Cisco Garcia V.P. of Land Development
Print Name and Title
eth)/ 7
(Date)
FORM: DEV 08-13 Page 2 of 2

4. Applicant's
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I SA NCAC 02T .0300 --• FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
All items must be coml►tcted or the application will be returned
by D
APPLICANT INFORMATION:
1. Applicant's name: Pulte Home Company, LLC (company, municipality, HOA, utility,
2. Appli nt type: [] Individual i Corporation El General. Partnership 0 Privately -Owned Public Utility
] Other
Federal State/County © Municipal
Signature authority's name: Cisco Garcia per 1 SA NCAC 02T .0106(b)
Title: ,1'. +af Ltd Development
ing address: 1 121 Carmel Commons Blvd. Suite 450
City: Charlotte State: NC Zip: 28226-
Applicant's contact information:
Phone number: [phone] Email Address: o son«. i ttlte�
IL PROJECT INFORMATION:
1. Project name: Central Peint
2. Application/Project status: Proposed (New 'Permit ) ] Existing Permit q
If a modification, provide the existing permit number: WQOO and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: Meckleitb
4. Approximate Coordinates (Decimal Degrees): Lai itude: 35.22° Longitude: -80.83
5, Parcel ID (if applicable): 0811.1.409
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew R. Rei i t
Firrn: ESP Associates. EA.
Mailing address: P.Q. 13ax 7030
City: Charlotte State: NC Zip: 28241-
Phone number: (803) 80272440 Email Address: m
Number: 038830
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: McAlpine Cr. Permit Number. NC0024970
Owner Name: Charlotte Water
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WW'TF):
1. Permit Nuntber(s): WQ Downstream (Receiving) Sewer Size: inch
System. Wide Collection System Permit Numbers) (if applicable): WQCS
Owner Name(s):
WQROS
r.
fry OFFICE
FORM: FTA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ZN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
® Yes [No ❑NIA
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes No ®N/A
4. Origin of wastewater: (check all that apply):
Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /CIubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 1.00 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑.Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T,0114(f))
Daily Design Flow a,b
No. of Units
Flow
Dwelling unit
190 gal/day
126
23,940 GPD
gal/
GPD
gal/
• GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
23,940 GPD
a See I5A NCAC 02T .0114(b). (d), (e)( l) and (e)(2) for caveats to wastewater design flow rates (Le., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities Iocated near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 23,940 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
LI Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
r
Size (inches)
Length (feet)
Material
8
2200
PVC
8
40
D.Y.
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section Ill contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN CRITERIA (If Applicable).-- 02T .0305 & MDC (Puffin Stations/Force'Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or nahie:.
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: -
3. Design flow ofthe pump station: millions gallons per day (firm:capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main • to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power:. reliability in accordance with 15A NCAC 02T _0305(h1(11:
❑ Standby power source or pump with automatic activation and telemetry. - 15A NCAC 02T .0305(h)(1)(B):
> Required forall pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(I)(C)
or
❑ Portable pumping unit with plugged emergency pumpconnection and telemetry - 1SA NCAC 02T :0305(h)(1XC):
➢ It shall be demonstrated to the Division that the portablesource is owned or contracted by the applicant (draft agreement).
and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: ETA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T _0305(f) & (g)
9 15A NCAC 02T.0305(f} contains minimum separations that shall be:provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
_
Reclaimed water Lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class 1 or
Class II impounded reservoirs used as asource of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swin ining pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC.02T_0305(g) contains alternatives where separations in 02T.0305(f) cannot,be achieve&
➢ **Stream classifications can be identified. using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
• See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents shouldreference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? E Yes ❑ No ® N/A
9 This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
9 Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ® No
5. Does project comply with 15A NCAC 02T.0105(c)(6).(additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion arid
sedimentation control plans; stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to stieambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
9 If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 1SA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4' of 5

CERTIFICATIONS:
1. Does the submitted system comply with SSA NCC 0T, the Minirttt
ar)I Force Maine (latest version), and the v" w ini
Criteria for
ePermit
as ap
p Stations
Yes D No
If No, complete and submit the Variance/Alternati a Design Request application (VADC 10-14) and supporting docuttt
review. Aatravalafte reouea(( idea
2. Professional Engineer's Certification:
1,
ittal of the least Traclt Attullcatian and
Application Item 11I.1.)
a
lication for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215,6A and 143-215.6B, any person who knowingly mak+
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor,
include a fine not to exceed $10,000, as well as civil p tann to $25,000 per violation.
CA
North Carolina Professional Engin nR6Ru date:
3. Applicant's Certification per 15A NCAC 02T .010fi
I,
s�+.4 trc see) I e?A j V P of fr aw.4.0
(Signature Authority's name & title from. Application Item 1.3.
ray tatse
rich may
pplication for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application arc not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties;
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215,6A and t43-215 6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
FORM: FTA 04-16
Page 5 of 5

CHARLOTTE
WLTER
May 10, 2017
Mr. Cisco Garcia
Pulte Home Company, LLC
11121 Carmel Commons By
Suite 450
Charlotte, NC 28226
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
CENTRAL POINT
10144 STREET & SEIGLE AVENUE, CHARLOTTE NC
CLTWATER TRACKING# 2017594
After an analysis of the sanitary sewer system associated with the proposed design of project,
Central Point, it was determined that there is currently sufficient capacity to accommodate the
proposed sewer flow of 23,940 gallons per day (126 townhome units x 190 gpd/unit) at the
connection point(s) indicated on the submitted utility plan for transmission to the Sugar Creek
Wastewater Treatment Plant, NPDES permit number NC0024937, for treatment. This acceptance of
flow is based on the existing capacity of the designated publicly owned treatments works. Please
see attached NC DEQ flow tracking form.
CLTVVater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply Management
Plan, PWS ID # 0160010 on file with the Public Water Supply Section of NC DEQ_ However,.
CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLPNater and sewer system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within one (1) year of issuance of this flow acceptance.' and payment for any service
connection(s) has not been received within.11) year of issuance of this flow acceptance, this flow
acre tance a royal shall be rescinded and a new flow acce farce re uest must be made. If you
have any questions, please do not hesitate to contact me at t76t) 432 801,
Sincerely
Barbara Gross.
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NYC 28216 cha lottewater.cr
ity »r Charlotte

Division of Water Resoar .:ass
WOROS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Tracking/Acceptance for Sewer Extension. Applications
(FT'SE 04-16)
Entity Requesting Allocation: P,.zitc Horne. Company, tac
Project Narne for which flow is being requested: Central. paint Tuwnhornes
More than one PTSE may be required for a single prof
stations along the route of the proposed wastewaterd r
1 the WWTP is not responsible„for all pump
1, Complete this section only if yo
the owner of the wastewater treatment plant.
a. WWII) Facility Name: McAlimne Creek, Ir
b. WWTP Facility Permits Nce024970, NCO024945,
gar Creek
2.937
c. WWTI) facility's permitted flow
d. Estimated obligated flow not yet tributary to the WW 'I`P
e. WWTP facility's actual avg. flow
f: Total flow for this .specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All Jlows tare in MGD
9
1.1..495
62,695,
0,023
4
Complete this so n for each pump station you are responsible for along the route of this
proposed wastewater flow,
List pump stations l:oeated between. the project connection point and the
(A) (b) (C)
Design Obligated,
D)
Pump Average Daily Approx. Not Yet "U tal Current
Station. firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity., * (Firm / pi), Daily Flow, Daily Flow, Obligated kailab'le
Number) \IUD \fCil)' 4tC l°) ,D flow Capacity*"
* Firm Capacity of any pump station is defined a . The ass ma
xi aximum pumpedflow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pt) not less than 2.5,
A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O..
)c wnstrean Facility Name
S
Downstrcatrw Permit .Number:
veersP 192
Unknown
Page 1 of 6

III. Certification Statement:
Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of hi.s form indicates acceptance of this wastewater flow.
,16[/ 517 7
Signing Offiial Signature Date
Page2of6
FTSE 04-16

Polaris 3G Map Mecklenburg County, North Carolina
Central Point Map
e Printed: 4/1312017 1:20:26 P
Overlay Legend
Watershed
,.'FEMA Floodway
.�:..`Community Floodway
tFEMA Floodplain
zLCommunity Floodplain
This map or report is prepared for the inventory erf teat propertyv uthar Mecktertburf County and is compiled from recorded deeds, plats. tax maps, surveys, pl nimetrlc maps„ and other public records and data.
Users of this map or report are hereby notified that the a rementioned public primary in€armation sources should be consulted for verification, Mecklenburg County and its mapping contractors assume no legal
sponsibility for the information contained herein

SANITARY SEWER DESIGN
FLOW CALCULATIONS
CENTRAL POINT
Prepared for:
Pulte Home Company, LLC
11121 Carmel Commons Blvd.
Charlotte, NC 28226
[phone]
Prepared by:
ESP Associates, P..A,
3475 Lakemont Blvd
Fort Mill, SC 29708
[phone]
Project Number BP01.485
Original; April 17, 2017
ESP Associates, P.A.

Sanitary Sewer Design Flow Calculations
Central Point
City of Charlotte
Charlotte, North Carolina
Proposed Townhome Lots —126
Bedrooms per Townhome — 3
Design Unit Flow —120 gpd/bedroom
Total Sanitary Sewer Design Flow = 126 Lots x 3 Bedrooms/Lot x 120
gpd/Bedroom
= 45,360 gpd

Corporations Division Page 1 of 1
North Carolina
•
Elaine F. Marshall DEPARTMENT of THE
Secretary SECRETARYoF STATE
PO Box 29622 Raleigh, NG 27626-0622 [phone]
Click Here To:
View Document Filings Fife an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: Pulte Home Company, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation: MI
Registered Agent:
Corporate Addresses
1563959
Current -Active
Current
Foreign
1/4/2017
Corporation Service Company
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
327 Hillsborough St.
Raleigh, NC 27603
327 Hillsborough St.
Raleigh, NC 27603
3350 Peachtree Road NE Suite 150
Atlanta, GA 30326-1424
3350 Peachtree Road NE Suite 150
Atlanta, GA 30326-1424
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/Search/profcorp/12543667
4/19/2017

TO: NCDEQ - Mooresville Regional Of
Division of Water Resources - Wa
610 E. Center Avenue
Mooresville, NC 28115
E St Assot fates, P.A.
P.O. Box 7030
Charlotte, NC 28241
3475 lakemont Blvd.
Fort Mill, SC 29708
704.583.4949 (NC)
803.802.2440 (SC)
www.espassociates.com
Quality Section
COPY TO:
........, ...14"-11. k ''
(A) Addressee
(B) ESP Main Project File
(C) PM's Project Fife
LETTER OF TRANSMITTAL
ESP Project Name: Central Point
Project No. DW07.400
Attention: Permit Reviewer
Date: April 18, 2017
We are Sending:
Enclosed Change Order
Samples X Computations
Literature Specifications
Copy of Letter Floppy Disk
Originals
Sepia(s)
Print(s)
2 Set(s) of Plans
Under separate cover via
Copies
2
2
2
2
1
Dated
04/07/17
Sheet
Set
04/03/17 5 Pages
04/03/17 2 Pages
04/17/17 4 Pages
2 Pages
04/05/17 Check
Description
Preliminary Construction Plan Set (24" x 36") - Private Sewer System
NCDEQ Fast Track Application (FTA 04-16)
Developer's Operational Agreement (DEV 08-13)
Sanitary Sewer Design Flow Calculation Package
Site Maps (USGS Topographic & Aerial Street Level)
Application Fee Check #0071155288
These are Being Sent:
For Your Approval
For Your Use
For Your Review and Comment
For Your Signature
For Bids Due
Approved as Noted
Approved as Submitted
Approved as Changed
Returned for Corrections
Returned After Loan to Us
Corrected and Returned
As Requested
By:
Courier
Federal Express
Mail
Other
If you have any qu
Thanks
Matt
tions, please feel free to contact me at 803-835-0879.
Signed
Date
Signed & Date
*If enclosures are not as noted, kindly notify us Immediately
Reiking
4/18)201'7

Shipment Label - OrderTrackingID:43 .041817 - Dash Courier Service
Page 1 of 1
DASH
COURIER SERVICE
ElyderTraddnglD
Ordered By
1 Phone _...
Round'Trip
Spec Instr
Order Date
Pickup Date
livery Date
4438.041817
ILyndsey Estes
803-835-0959
Pickup
ESP Associates, P.A. - Corporate
3475 Lakemont Blvd
Fort Mill, SC 29708
Contact: Front Desk
Phone: 803,802 2440
Spec Instr
Delivery Signature X,
Roundtnp Signature X.
Ref#2
} Ref#3
Ref#4
Pieces
Weight 0.00
;Service !Samepay
3 Vehicle
Or erTrackinglfl: 438 041817
Time
Tirrre
eiking
ery
NCDEQ-Morresville Regional Office
610 E Center Ave
Mooresville, NC 28115
Contact: Division of Water Resources -Water
Quality Section
Phone:
Spec Instr: Permit Reviewer
Driver#
YUanne
Pickup Time
The return email address is not monrtared lease contact [e-mail] if you havequestions or comments
Dash Courier Service
704-523-8240
http://xcelerator.dasheouriercom/Xcelerator/Online/Orders/C rderLabel.aspx?OrderTracki... 4/18/2017

Central Files: APS — SWP _
5/17/2017
Permit Number WQ0039163 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type - •- Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
barry.love
Coastal SW Rule
Permitted Flow
23,940
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Central Paint Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiiiation
Owner
Owner Name
Pulte Home Company LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Cisco Garcia
11121 Carmel Common Blvd Ste 450
Charlotte NC 28226
Orlg Issue
5/1712017
App Received Draft Initiated
4/18/2017
Scheduled
Issuance public Notice Issue Effective Expiration
5117/2017 5/17/2017
Regulated Activities Requested !Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested 4/19/17
Additional information received 5/11/17
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTII"tCATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Pulte Home Company, LLC
WQ0039163
Central Point
May 17, 2017
: OROS
?+LL REGit)NAL CFFic
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Profession& Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or p©rtio�nsA thereof.
Director of Land ©8112�`C12Q
Jeremy Huntsman Development
Printed Name, Title
N
r nature
INEER'S CERTIFICATION
Date
Matthew R. Reiking , as a duly registered Professional En jneer in the State of North Carolina,
having been authorized to observe ([X periodically, D weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
[� Partial irliurfe descri
Final certification for residential Lots 1-6 &
Manhole #18.
Certification Carnments/Qualifiers (attach if necessary):

FAST TRACK SEWER ENGINEERING CERTIFICAT
PERMITTEE:
PERMIT ft:
PROJECT:
ISSUE DATE:
Pulte Home Company, LLC
WQ0039163
Central Point
May 17, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt, Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion.
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMVTT`EE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain.
the wastewater collection system permitted heron or portions thereof,
Francisco Garcia, VP
Printed Name, Title
12/21/18
Signature Date
ENG NEER's CERTIFICATION
I, flairir/4/1 s a dul registered Professional En ineer in the State of North Carolina,
having been authorized to observe (4 periodically, weekly, full time) the construction of the
project name and location as referenced above far the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 1SA NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
[] Final
Partial
wORos
'FL. OFFICE
Certification Comments[ uailfiet s (attach if necessary):
jtcntar 0.4Mi1v I'Wa er Ftexc agrees I Water Q,th i49 Re'reaal 0NPYttioni

FAST T
CK SEWER ENGINEERING CERTIFICATION
F MIMIC
PERMIT*:
PROJECT:
ISSUE DATE:
Pulte Home Company, lt,C
WQoo39153
Central Point
May 17, 2017
This project shall not be considered complete nor allowed to operate in accordance wi#:h Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a viotation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Perrnittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTAE'S C4RTIFIcATION
I, the undersigned agent for the Perrnittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted her )n or portions thereof,
Francisco Garcia, VP
Printed Nacre, Title
l �yv R. Reiking
having: been authorized to observe periodically, weekly,
project name and location as referenced above for the above Permitt=
my abilities, due care and diligence was used in the observation o
construction was observed to be built within substantial compliance
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's, Minimum Design Criteria for the Fast -Track Permitting of Pur Cations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
Signatur
NElERtS.0 RTIFICATION
Date
as a dured Professional E
North Carolina Professional Engineer's Seal w/signature & date:.
flocludaAesalttj ...
Partial Certification for residential Lots 7-126 &
Manholes #1-#17
Certification Comments/Qualifiers
orth Carolina,
ruction of the
e that, to the best of
action such that the
15A NCAC 02T; the
Dote rem North i amlmra S EavitunrnetWal Wow mutes 'WaterQuality Regioaal Oper aiorts

*ESP
ESP Associates, Inc.
P.O. Box 7030 Charlotte, NC 28241
3475 Lakemont Blvd, Fort Mill, SC 29708
704.583.4949 (NC)
803.802.2440 (SC)
LETTER OF TRANSMITTAL
TO:
NC DEQ
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
WE ARE SENDING YOU:
0 Enclosed Change Order
n S• amples J Computations
QLiterature n Specifications
n C• opy of Letter I USB Drive
1
1
THESE ARE BEING SENT:
4/20
24/201.8 W.._
-6/-14/2018 --
4/3/2017
n For your approval
ri F• or your use
E' For your review and comment
© F• or your signature
n For Bids Due
BY:
Courier
Originals
Mylar (s)
Print(s)
1 Set(s) of Plans
COPY TO:
(A) Addre
(' ESP Main
(C) PIMA° Prof,
DATE: 26-Dec-18
ATTENTION. Permit Reviewer
ESP PROJECT NAME: Central Point^
ESP PROJECT NO.: OW07,401
Page
g
2 Pa es 9
5 Pages
33 Pages
14 Pages
2 Pages
El CD-ROM
TUnder separate cov
Private Sewer As -guilt Drawings (PART
t�
NC _ EO�Fast Track Sewer Certification (PARTIAL) Origina
Sewer Testing Field Reports ______.n___--_--_-_-_--
Central Point HOAInca- Articles of rporatio
}ntral Point Covenants, Conditions and Restrictions —_
Central Point By -Laws
Developers terartional Agreement
CApproved as noted
n Approved as submitted
Approved as changed
n Returned for corrections
Returned after loan to us
UPS
ECorrected and returned
© As requested
0
Other
Please ca 803- 35087g if you
Thanks
Matt
ave any questions or require additional information.
Signed & Date Matt Reiking
26-Dec-18
Signed
Date
'If enclosures are not noted, kindly notify us i
ediately

DAILY FIELD REPORT
)ESP
ESP Associates, tnc
TO Pulte Ho e Co pany, LLC
CC:
PROJECT
entral Poin
LOCATION
City af CharoUe, North Crohn
DATE
7!9I2
NO
07 40
ON1TRACTOR
Hoopau h Gradng Company
EATHER
Cloudy
OWNER
TEMP
PutHQme Company, LLC
73° at 830 AM
2:30 PM
City Of Charlotte
Sewer District
Star
Arrive, ( site
:30 AM Leave site 2:30 PM
8:30 AM Finish
Other equipment used
2:30 PM
MeaWbreak
Total Time
Total Mileage
0 Min,
h
0
Attn: PRESENT AT Cedrick Collins -ESP Associates; Mike -T.L. Harrell's Construction
SITE Todd Harrell - T.L. Harrell's Construction
THE FOLLOWING WAS NOTED:
3:48 sec - 8" pipe < 30,0 LF
Sanitary Sewer Low Pressure Air Testing and Mandrel Testing 4:26 sec - 8" pipe >300, < 350 LF
(Minimum Test Pressure 3,5 psi / Maximum Allowable Pressure Drop 0,5 psi) 5:04 sec - 8" pipe >350, < 400 LF
Pi Pe Run
Pipe Len9th Pressure Test*
H H XXX LF
H H 2 96,29
H 2 MH#3204.61
69,7
MH#5
4 60
03 99
05
8.79
MH
H#2
MH#8
MH#9
MH#9
MH#10
MN#11
MH#10
MH#15
MH#15
7
MH#9
MH#10
96 47
180.6
30,9
84,81
Pressure Test Result Mandrel Test Result Date Tested
Passed 1 F • ed
Not tnstaHed
sP. Failed
4 PS i 3:48 MIN. *a
4 PSI • 3:48
4 PSI @ 3:48 MIN,
4 PSI • 3,48 MIN,
4 PSI 3:48 MIN,
s-
° sse.11, Failed
'as -Jr Failed
Pas - eP' Failed
•
ass. P
MH# 4 218.84 4 P 3:48 IN, Passe Failed
MH#11 133.21 4 PSI @ 3:48 MIN 41111111M110 Failed
MH#12 130.12 4 PSI @ 348 MIN. illingiMir Failed
MH#15 158.86 4 PSI @ 348 MIN 4111111111MIP Failed
MH#16 65,76 4 PSI @ 3:48 MIN, P s- do Failed
MH#17 29.57 4 PSI @ 348 MIN. 1 PlidellMill' Failed
Passe.
•
Passe
7/19/2018
•P• Failed
am Failed 7/19/20 8
".4111111 Failed 7/19/2018
Failed 7/19/2018
Failed 7/19/2018
Failed 7/19/2018
ATTACHMENTS: None
COPIES TO:
ESP REP. SIGNATURE: CPdrLcfe Co
SIGNED:
The presence of ESP in the field shall. not be construed as an acceptance or approval of site a,.'.tivities ESI' is in the field to perform specific services and has certain respon-
sibilities which are limited to those specifically alitliorized in OUT agn:ement with our Client In no event shall LISP be responsible for the safety, means or rnethods of other rani
ir ihe field. Dura contained within this report is considered preliminary and 511ail '1101be relied upon until reviewed by an ESP project manager;
P.O. Box 7030 I Charlotte, NC 28241 1.800,960 7317 I NC: 704 583.4949, fax 704.483,49501 SC: 803,802,2'440, fax 803.802,2515 I
www.espassociates,com

DAILY FIELD REPORT
)ESP
ESP Associates„ inc.
TO: Pulte Home Company, LLC
CC:
PROJECT
Central Point
©CATION
ity or Char/©fte, North Carotin
DATE
217/2
OB NO.
7.4
CONTRACTOR
Ftocapaugh Grading Company
THER
Sunny
OWNER
TEMP
Pulte Horne Company, LLC
2at 9:00 AM
2 at 9.30 AM
City Of Charlotte
Sewer District
Attn:
THE FOLLOWING WAS NOTED:
TAM Start 9:00 AM Leave site
Arrive site 9:00 AM Finish
Other equipment used
AM Mea /break
9:30 AM Total Time
Total Mileage
N/A
PRESENT AT Cedrick Collins -ESP Associates; Mike -T.L, Harrell's Construction
SITE Todd Harrell - T,L. Harrell's Construction
Sanitary Sewer Low Pressure Air Testing and Mandrel Testing
(Minimum Test. Pressure 3.5 psi 1 Maximum Allowable Pressure Drop 0.5 psi)
3:48 sec - 8 pipe < 300 LF
4'26 sec - 8" pipe >300, < 350 LF
5:04 sec - 8" pipe >350, < 400 LF
Pipe Run Pipe Length Pressure T'es
MH#1
M H#2
MH#3
MH#4
H
H# XXX L.F 4 PSI @ X t tiPlin
H#2 96.29 4 PSI @ 3:48 MIN.
MH#3
204,61 4 PSI @ 3:48 N.
MH#4 169.73 4 PSI @ 3:48 N.
MH#5 194.60
H
4PSI @3:48MIN.
103,99 4 PSI @ 3:48 N.
Pressure Test Resu
H
H#7
31.05
4 PSI @ 3;48 N.
Failed
Passed r Failed
Passed Failed
Passed Failed
Passed i Failed
nlrel Test Resuft
Failed
PassedT Fail
Passed Failed
Date Tested
dd
201
Passed !Failed
Passed " Failed
Passed Failed Passed s Failed
H#2
H
IH#1
MH#9
MH#9
H#18
lH#8
H
MH#9
7
6.47
80,68
130.98
4 PSI @ 3:48 MIN.
4 PSI @ 3.48 MIN.
4 PSI @ 3:48 MIN.
4 PSI @ 3.48 MIN,
MH#10 84.81 4 PSI @ 3:48 MIN,
MH#14 218.84 4 PSI @ 3:48 MIN.
MH#10
H#10
MH#11 133,21 4 PSI @ 3;48 MIN..
H#12 130,12 4 PSI ci 3:48 MIN.
H#15
158.86 4 PSI @ 148 MIN.
MH#
MH#
H#16 65.76 4 PSI @ 3:48 MIN.
MH#17 29,57 4 PSI @ 3:48 MIN,
Not Installed Not Installed
Passed .' Failed Passed , Failed
Passed ; Failed Passed ; Failed
Passed ± Failed Passed ; Failed
Passed Failed Passed 1 Failed
Passed r Failed I Passed Failed
Passed I Failed Passed Failed
Passed Failed
Passed 1 Failed
Passed ,I Failed
Passed Failed
Passed Failed Passed Failed
Passed ; Failed
Passed : Failed
ATTACHMENTS: None
COPIES TO:
1"lhc presence of ESP in the field shall not be construed as an acceptance or apf
s.ibihties l
re limited to those specitioprtiy aurltaaa'ied in our atreemerit
ESP REP. SIGNATURE: Cedrick Collin
SIGNED.
val ors
oto Client
itt the aeid. Data contained within this report is sideret3 preliminary and hall not be relied ut
in the tauld to
gall 1 1II he responsYbl
med. by an ESP prof
soi ices and has certain res n-
eans or methods of other parti
P.O, Box 7030 I Charlotte, NC, 28241 11.800.960,7317 I NC: 704.583.4 49 fax 704,483,4950 I SC'. 803.802 2440, fax 803.802,2515 I
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